4. Mfh ffffltfAgT t ALL SOIL SSATPam E OOTINGS OR SLABS SHALL BE
SA DT ET TOPROVIDE I mI l" umDENSITY o B OF THE
i mCTOR MAXIMUM DRY DENSITY VALUE AT THE FOLLOWING DEPTHS
SSATH BEARING LEVELS,
A, FOOTINGS 2'e"
SN SLABS 1'e"
S. r 0lTas. ALL FOOTINGS SHALL REST ON COMPACTED EARTH. SEE
SPECIFICATIONS. FOOTINGS ARE DESIGNED FOR A HINIHUM SOIL BEARING VALUE
OF 2 0 PSF. WALL FOOTINGS, WHERE NOT SHOWN OTHERWISE, SHALL BE 12"
DEEP KITH A 4- SPREAD EACH SIDE OF WALL REINFORCED WITH 2-#5
CONTINUOUS AND 83 TIES 0 36-.c.c
. DEATERIIGl. ALL b EXCAVATIONS SHALL BE FREE OF STANDING WATER WHEN
CONCRETE IS PLACED.
7. 8LABSN A ROUiD. WHERE SLABS REST ON COMPACTED FILL, FILL SMALL BB
HAD AS NOTED IN 64. UNLESS OTHERWISE SHOWN, ALL SLABS ON GROUND
SHALL 3B 4" THICK WITH *I-WI.4xWl.4 W.W.F., 1.5" CLR. FROM THE TOP OF
THE SLAB. PLACE 3/8" PR -HOLDED EXPANSION JOINT MATERIAL AT THE
JUNCTION OF SLABS AND WALLS (UNLESS OTHERWISE SHOWN).
8. SHOP DAIIGSS SNOPW DRAWINGS FOR ALL FABRICATED ITEMS SHALL BE
SUBMITTED AND REVIEWED BEFORE FABRICATION IS BEGUN. CONTRACTOR SHALL
CMRULLY CHCK ALL SHOP DRAWINGS BEFORE SUBHITTING FOR REVIEW. IF ANY
1 D TO A SOPRAING AFTER IT HAS SBEN REVIEWED, IT SHALL